监理检测网论坛

首页 » 试验检测论坛 » 沥青及混合料试验检测 » 西柞高速公路沥青混凝土中面层AC-25配比设计报告
3c3t - 2008/8/30 17:58:00

西柞高速公路沥青混凝土中面层AC-25配比设计报告(目标配合比)xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
设计依据:《公路工程集料试验规程》JTGE42-2005;《公路沥青路面施工技术规范》JTG F40-2004;《公路工程沥青及沥青混合料试验规程》JTJ052-2000xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
一、原材料xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
沥青:采用SBS聚合物改性沥青;xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
碎石:采用柞水营盘镇石料厂生产的碎石;xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
石屑:采用柞水营盘镇石料厂生产的石屑;xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
矿粉:采用镇安矿粉厂生产的石灰岩矿粉;xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
水泥:采用陕西铜川水泥厂生产的P.032.5水泥。xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
二、配合比设计xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
15-25 mm 10-20 mm 5-15 mm0-5 mm :水泥xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
    13          :   32       :   25    :  28     2 xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
三、最大理论相对密度计算 (各种原材料密度如下)xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

集料名称xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

表观相对密度(g/㎝3)xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

毛体积相对密度(g/㎝3)xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

10-25 mmxW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.693xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.657xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

10-20 mmxW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.681xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.641xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

5-10 mmxW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.678xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.636xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

0-5 mmxW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.664xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

2.623xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

   xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

3.100xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

   xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

1.018xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
注:0-5 mm是将其中的2.36 mm以上部分筛除后按粗集料方法(T0304)测定毛体积相对密度。xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
计算矿料的合成毛体积相对密度。xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
rsb=2.645xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
计算矿料的合成表观相对密度。xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
rsa=2.684 xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
Wx=0.56xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
C=0.78xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
计算矿料的有效相对密度。   rse=2.676xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
计算出不同油石比各沥青混合料的最大理论相对密度如下:xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
3.0                   2.555xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
3.5                   2.536xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
4.0                   2.518xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
4.5                   2.501xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
5.0                   2.483xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
4.1                   2.515xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
四、马歇尔试验xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
按照设计要求在矿料中增加了2%水泥替代部分矿粉、拌合沥青混合料中加了3.5‰pl-1型沥青抗剥落剂,用计算确定的矿料配合比,分别采用油石比3.0%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
3.5%
4.0%4.5%5.0%、制作5组马歇尔试件,每组4块。成型时两面各锤击75次,沥青加热165,拌和锅拌和温度175,击实温度165。通过马歇尔试验,测定试件的密度、稳定度、流值,计算沥青混合料的最大理论相对密度,空隙率、沥青饱和度和矿料间隙率。试验结果汇总如下:xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
五、最佳油石比的确定xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
根据5组试验结果绘制的关系曲线查得:xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
相应于密度最大值的油石比为4.72%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
相应于稳定度最大值的油石比为4.04%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
相应于要求空隙率范围中值的油石比为4.0%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
相应于要求饱和度范围中值的油石比为3.91%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
空隙率、饱和度、稳定度、流值共同符合规范要求的油石比范围为3.53%-4.3%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
OAC1=(4.72+4.04+4.0+3.91)/4=4.2%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
OAC2=(3.53+4.30)/2=3.9%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
OAC=(4.2 +3.9)/2=4.1%xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
六、最佳油石比歇尔检验xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
根据所确定的最佳油石比4.1%,制作马歇尔试件,测定各项指标。结果见表:xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
试验表明,油石比在4.1%时各项试验指标均符合技术规范要求。xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
七、附各项试验资料
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?

附件: 西柞中面层目标配合比说明.doc

附件: AC-25I目标比复核-05.xls

附件: AC-25配合比.xls
W6412 - 2008/8/30 19:05:00
谢谢了xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
crp - 2008/8/31 9:42:00
:default7: 谢了!xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
恒应力 - 2008/9/1 9:27:00
谢谢楼主xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
jsdhl_sen - 2008/9/13 18:14:00
谢谢李xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
jsdhl_sen - 2008/9/13 18:15:00
非常感谢xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
wangbiao - 2008/10/10 9:22:00
xiexie  lxW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
希望1 - 2009/7/4 22:45:00
谢谢楼主xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
zhouhgc - 2009/10/9 3:03:00
谢谢分享xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
421108137 - 2009/10/13 13:42:00
:default5:xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
li_wenbo0917 - 2009/12/18 19:41:00
谢了,老兄!xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
riewfn - 2010/7/7 20:10:00
谢谢了xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
ymyg - 2010/7/13 7:02:00
谢谢楼主分享,积分攒够了来下载xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
guanshanhu - 2010/7/22 7:14:00
xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
谢谢了xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
cool1610 - 2010/12/4 10:46:00
很详细  谢谢楼主了xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
812176842 - 2012/6/24 19:40:00
感谢楼主倾情奉献xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
zj3320 - 2012/7/21 11:43:00
谢谢分享xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
wxp217 - 2014/8/20 11:30:00
多谢楼主!学习学习!xW¦e•Sãd§þbbs.3c3t.com<·BÓè—(©?
1
查看完整版本: 西柞高速公路沥青混凝土中面层AC-25配比设计报告